您当前的位置:
首页 >
文章列表页 >
A study of anti-seepage wall depth in thick overburden dam base
更新时间:2026-06-25
    • A study of anti-seepage wall depth in thick overburden dam base

    • Vol. 30, Issue 9, (2009)
    • CLC: TV543
    • Online First:24 March 2010,

      Published:2009

    移动端阅览

  • XIE Xing-hua, WANG Guo-qing. A study of anti-seepage wall depth in thick overburden dam base[J]. 2009, 30(9). DOI:

  •  
  •  
icon
试读结束,您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束,您可以通过登录账户,到个人中心,购买VIP会员阅读全文。
已是VIP会员?
去登录 >

0

Views

3274

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Analytical solution of anisotropic seepage in dam foundation with anti-seepage walls at both ends
Optimized design of anti-seepage wall of Yanshan reservoir’s dam foundation
Mechanical properties and microstructural evolution of peaty soils subjected to freeze-thaw cycles
Anti-erosion mechanisms of microbially induced calcium carbonate precipitation-vegetation synergistic slope protection
Evaluation of liquefaction flow characteristics and soil state of saturated sand based on tension and compression apparent viscosity

Related Author

YU Jun
LI Dong-kai
HE Zhen
ZHANG Zhi-zhong
ZHANG Yi-hu
YIN Hong-mei
YANG Yu-yun
WANG Liang-qing

Related Institution

School of Civil Engineering, Central South University
Engineering Faculty, China University of Geosciences
0